Íà÷àëî Ïîêàíà Ìåñòîíàõîæäåíèå Êîíòàêòè
3 þíè | 4 þíè 2010 ã.

Ï Ð Î Ã Ð À Ì À
                                      Îáùà ïðîãðàìà
                                      Ïðîãðàìà ïî íàïðàâëåíèÿ
                                      Ïðèåòè äîêëàäè

 

 

ÎÁÙÀ ÏÐÎÃÐÀÌÀ

03 þíè (÷åòâúðòúê) 2010 ã.

Êèíîñàëîí íà ÂÑÓ „Ëþáåí Êàðàâåëîâ”

08:30 – 10:30 Ðåãèñòðàöèÿ íà ó÷àñòíèöèòå è ãîñòèòå íà êîíôåðåíöèÿòà
   
10:30 – 10:45

Îòêðèâàíå íà êîíôåðåíöèÿòà
äîö. ä-ð èíæ. Ã. Ãîäèíÿ÷êè - Ðåêòîð íà ÂÑÓ

Ïðèâåòñòâèå êúì ó÷àñòíèöèòå â êîíôåðåíöèÿòà
ïðîô. ä-ð èíæ. Ö. Öåíêîâ - Çàì.-ðåêòîð

   

10:45 – 11:30

Âðú÷âàíå íà ïî÷åòíîòî çâàíèå „Äîêòîð õîíîðèñ êàóçà” íà ÂÑÓ íà ïðîô. ä.ò.í. èíæ. ßí Ðàâèíãåð – Ñëîâàêèÿ
Àêàäåìè÷íî ñëîâî íà ïðîô. Ðàâèíãåð
   

11:30 – 12:00

Ïëåíàðåí äîêëàä íà ÷ë. êîð.ä.ò.í. èíæ. Àíãåë Áàëòîâ – Èíñòèòóò ïî ìåõàíèêà – ÁÀÍ: „Security Zones of Structural Systems”
   
12:00 – 13:00 Îáåäíà ïî÷èâêà
   
13:00 – 18:30 Çàñåäàíèÿ ïî òåìàòè÷íè íàïðàâëåíèÿ
   
18:30 Êîêòåéë çà ó÷àñòíèöèòå â êîíôåðåíöèÿòà

 

04.06.2010 ã. (ïåòúê)

09:00 – 13:00 Çàñåäàíèÿ ïî òåìàòè÷íè íàïðàâëåíèÿ
   
09:00 Íàó÷íè ïðîÿâè, ñúïúòñòâàùè êîíôåðåíöèÿòà

 

 

 

ÏÐÎÃÐÀÌÀ ÏÎ ÍÀÏÐÀÂËÅÍÈß

   
Íàïðàâëåíèå
„ÌÅÕÀÍÈÊÀ. ÌÀÒÅÌÀÒÈÊÀ” – Ïðåçåíòàöèè
   
  3 þíè (÷åòâúðòúê) 2010 ã.
  ÇÀËÀ Êèíîñàëîí
   
Ïðåäñåäàòåëè: äîö. ä-ð èíæ. Ðàäàí Èâàíîâ
  äîö. ä-ð èíæ. Âàñêî Ãî÷åâ
   
13:00 – 13:15 Ìèëêî Ìèëîøåâ, Êîíñòàíòèí Êàçàêîâ
  ÌÎÄÅËÈÐÀÍÅ ÍÀ ÂÅÐÒÈÊÀËÍÈ ÍÎÑÅÙÈ ÊÎÍÑÒÐÓÊÖÈÈ – ÒÈÏ ÏÐÎÒÈÂÎÇÅÌÅÒÐÚÑÍÈ ØÀÉÁÈ Ñ ÌÅÒÎÄÀ ÍÀ ÊÐÀÉÍÈÒÅ ÅËÅÌÅÍÒÈ
   
13:15 – 13:30 Jozef Melcer
  VERIFICATION OF THE FUNDAMENTAL NATURA BRIDGE FREQUENCY
   
13:30 – 13:45 Âåñåëèí Ñëàâ÷åâ, Âåñåëèí Êúí÷åâ
  ÍÀÏÐÅÃÍÀÒÎ ÑÚÑÒÎßÍÈÅ ÍÀ ÂÚÇÑÒÀÍÎÂÅÍÈ ÈËÈ ÓÑÈËÅÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÅËÅÌÅÍÒÈ
   
13:45 – 14:00 Juraj Kralik, Peter Rozsar
  SAFETY ANALYSIS OF THE STRUCTURAL SYSTEMS OF THE CONCRETE FRAME-WALL SYSTEM TO THE BLAST LOAD
   
14:00 – 14:15 Radan Ivanov
  INFLUENCE OT SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF PRECAST LARGE PANEL RC BUILDINGS
   
14:15 – 14:30 Monika Nagyova, Alzbeta Grmanova, Jan Ravinger
  STABILITY AND VIBRATION OF COLUMN
   
14:30 – 14:45 Martin Psotny, Jan Ravinger
  SHALLOW ARCH AS A CEILING PANEL
   
14:45 – 15:00 Jozef Dicky, Tomas Juricek
  RELIABILITY ANALYSIS OF GLULAM TIMBER COMPOSITE BEAMS REINFORCED BY CARBON FIBERS
   
15:00 – 15:15 Êàôå ïàóçà
   
   
  4 þíè (ïåòúê) 2010 ã.
  ÇÀËÀ Êîìïþòúðåí êîìïëåêñ
   
Ïðåäñåäàòåëè: äîö. ä-ð èíæ. Äèìî Êèñîâ
  äîö. ä-ð èíæ. Ãåîðãè Äÿíêîâ
   
   
09:00 – 09:15 Áàíêî Áàíêîâ, Êîíñòàíòèí Êàçàêîâ, Ëþáåí Ëþáåíîâ,
  ÕÈÏÅÐÁÎËÎ-ÒÐÈÃÎÍÎÌÅÒÐÈ×ÍÎ ÀÏÐÎÊÑÈÌÈÐÀÍÅ ÍÀ ÃÐÅÄÎÂÈ ÔÓÍÊÖÈÈ ÍÀ ÔÎÐÌÀÒÀ ÏÐÈ ÏÐÈËÀÃÀÍÅÒÎ ÍÀ ÌÅÒÎÄÀ ÍÀ ÊÐÀÉÍÈÒÅ ÅËÅÌÅÍÒÈ ÇÀ ÐÅØÀÂÀÍÅ ÍÀ ÃÐÅÄÀ ÍÀ ÅËÀÑÒÈ×ÍÀ ÎÑÍÎÂÀ
   
09:15 – 09:30 Ñòîÿí Ãàøàðîâ, Äèìèòúð Äèìèòðîâ
  ËÎÃÈÊÀÒÀ ÍÀ ÅÄÈÍ ÇÍÀÌÅÍÈÒ ÅÊÑÏÅÐÈÌÅÍÒ
   
09:30 – 09:45 Anita Handruleva, Konstantin Kazakov,
  ON THE INFLUENCE OF THE STRUCTURAL GRID CONFIGURATION OVER THE STRESSES IN THE BASE RING OF SPHERICAL DOMES
   
09:45 – 10:00 Philip Philipoff, Anastas Ivanov, Troio Troev, Philip Michaylov
  POSITRON LIFETIME CALCULATIONS FOR THE ITER FIRST WALL MATERIALS ASSESMENT
   
10:00 – 10:15 Philip Philipoff, Anastas Ivanov, Troio Troev, Philip Michaylov
  STRUCTURAL SOLUTION OF THE SCHROEDINGER EQUATION PROBLEM
   
   
   
   
Íàïðàâëåíèå
„ÑÒÐÎÈÒÅËÍÈ ÊÎÍÑÒÐÓÊÖÈÈ” – Ïðåçåíòàöèè
   
  3 þíè (÷åòâúðòúê) 2010 ã.
  ÇÀËÀ Êèíîñàëîí
   
Ïðåäñåäàòåëè: ïðîô. ä-ð èíæ. Êîíñòàíòèí Êàçàêîâ
  äîö. ä-ð èíæ. Ðàäàí Èâàíîâ
   
15:15 – 15:30 Doncho Partov, , Milen Petkov
  A SURVEY OF TEMPORARY STEEL STRUCTURES USED FOR STRENGTHENING OF A GREAT EXCAVATION FOR NEW METRO IN SOFIA
   
15:30 – 15:45 Ondrej Jirka, Karel Mikes
  SEMI - RIGID JOINTS OF TIMBER STRUCTURES
   
15:45 – 16:00 Michal Netusil, Martina Eliasova
  NUMERICAL SIMULATION OF DIFFERENT ADHESIVES IN HYBRID STEEL-GLASS BEAM
   
16:00 – 16:15 Rahal Nacer, Tehami Mohamed, Souici Abdelaziz
  MODELLING STEEL CONCRETE COMPOSITE BEAMS BEHAVIOR WITH SLIPPING IN RELATION TO CONCRETE SHRINKAGE
   
  Souici Abdelaziz, Tehami Mohamed, Rahal Nacer
  THE EFFECT OF CREEP IN A CROSS-SECTION COMPOSITE STEEL-CONCRETE CONNECTION WITH COMPLETE AND PARTIAL
   
16:15 – 16:30 Klara Machalicka, Martina Eliasova,
  INFLUENCE OF DIFFERENT FACTORS TO SHEAR LOAD-CARRYING CAPACITY OF BONDED CONNECTION
   
16:30 – 16:45 Tiberiu Pascu, Gheorghe Vlaicu,
  THE INFLUENCE OF SLAB REINFORCEMENT ON RC FRAMES INELASTIC BEHAVIOR
   
16:45 – 17:00 Gheorghe Vlaicu, Tiberiu Pascu,
  DESIGN OF RC GRAIN SILOS ACCORDING TO EUROPEAN CODE EN 1991-4
   
17:00 – 17:15 Michal Strba, Vaclav Roder
  THE COMPARISION OF HSS AND HPC COMPOSITE COLUMNS OF CIRCULAR AND H CROSS-SECTION
   
17:15 – 17:30 Jiri Strasky, Adam Zmuda, Ilja Husty
  BEAUTY OF BRIDGES IS GIVEN BY A TRUE STRUCTURAL SOLUTION
   
17:30 – 17:45 Milan Pilgr, Marcela Karmazinova,
  SOME PROBLEMS OF ACTUAL BEHAVIOUR OF HEADER PLATE CONNECTIONS IN STEEL STRUCTURES
   
17:45 – 18:00 Petr Brosch, Tomas Foltyn
  MORAVIA – THE LAND OF STEEL BRIDGES
   
  Petr Brosch, Oldrich Klimes
  GREAT STEEL STRUCTURES IN BRNO, CZECH REPUBLIC
   
18:00 – 18:15 Asterios LIOLIOS, Panagiotis PANETSOS, Angelos LIOLIOS,
  VULNERABILITY FUNCTIONS FOR BRIDGES IN SEISMIC REGIONS OF EGNATIA MOTORWAY IN NORTHERN GREECE
   
18:15 – 18:30 Radomir Folic, Lidija Babic
  ANALYSIS OF RC FRAME WITH MASONRY AND PANEL INFILL BEHAVIOUR IN SEISMIC REGIONS
   
  Boris Folic, Radomir Folic, Dorde Ladinovic
  SOME ASPECTS OF PILE-SOIL INTERACTION IN SEISMICALLY LIQUEFIABLE SOILS
   
18:30 – 18:45 Darinka Gocheva, Doncho Partov, Dobromir Dinev
  DECK-STIFFENED ARCH BRIDGES IN BULGARIA
   
   
  4 þíè (ïåòúê) 2010 ã.
  ÇÀËÀ Êîìïþòúðåí êîìïëåêñ
   
Ïðåäñåäàòåëè: äîö. ä-ð èíæ. Äèìî Êèñîâ
  äîö. ä-ð èíæ. Ãåîðãè Äÿíêîâ
   
10:15 – 10:30 Ãåîðãè Äÿíêîâ Ãåîðãèåâ
  ÀÍÒÈÑÅÈÇÌÈ×ÍÎ ÓÑÈËÂÀÍÅ ÍÀ ÑÒ. Á. ÊÎËÎÍÈ Ñ FRP – ÊÎÌÏÎÇÈÒÈ
   
10:30 – 10:45 Todor Georgiev
  REALIZATION OF ELECTROTHERMALLY PRESTRESSED STEEL BEAM WITH TRADITIONAL CROSS SECTION
   
10:45 – 11:00 Âëàäèìèð ßí÷åâ, Êîíñòàíòèí Ðóñåâ,
  ÍÎÌÎÃÐÀÌÈ ÇÀ ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÏÐÚÑÒÅÍÎÂÈÄÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÎÃÚÂÀÙ ÌÎÌÅÍÒ È ÎÑÎÂÀ ÑÈËÀ ÏÎ ÅÊ2 – ÑÒÎÌÀÍÀ Â500
   
11:00 – 11:15 Konstantin Roussev, Vladimir Yanchev,
  TABLES FOR SIZING OF ROUND REINFORCED CONCRETE SECTIONS, SUBJECT TO BENDING MOMENT AND AXIAL FORCE ACCORDING TO EUROCODE 2 – STEEL B500
   
11:15 – 11:30 Âàñêî Ãî÷åâ,
  ÎÏÒÈÌÀËÍÎ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÏÚËÍÎÑÒÅÍÍÈ ÑÒÎÌÀÍÅÍÈ ÐÀÌÊÈ
   
11:30 – 11:45 Àëåêñàíäúð Äèìèòðîâ, Õðèñòî Áîÿäæèåâ
  ÊÎÍÑÒÐÓÊÖÈÈ ÍÀ ÑÃÐÀÄÈÒÅ È ÏÐÅÄÈÇÂÈÊÀÒÅËÑÒÂÀÒÀ ÍÀ ÍÀÐÅÄÁÀ ¹ 7 ÊÚÌ ÇÀÊÎÍÀ ÇÀ ÅÍÅÐÃÈÉÍÀ ÅÔÅÊÒÈÂÍÎÑÒ
   
11:45 – 12:00 Ñòàíèñëàâ Ðà÷åâ, Êàëîÿí Êðåìåíñêè
  ÈÇ×ÈÑËÈÒÅËÍÈ ÌÎÄÅËÈ È ÀÍÀËÈÇ ÍÀ ÑÒÐÎÈÒÅËÍÈ ÊÎÍÑÒÐÓÊÖÈÈ Ñ ÎÒ×ÈÒÀÍÅ ÍÀ ÅÒÀÏÈÒÅ ÍÀ ÒßÕÍÎÒÎ ÈÇÏÚËÍÅÍÈÅ
   
12:00 – 12:15 Âàñèëèé Ñàôðîíîâ,
  ÀÍÀËÈÇ ÍÀ ÌÅÒÎÄÈ ÇÀ ÎÏÐÅÄÅËßÍÅ ÍÀ ÒÅÕÍÈ×ÅÑÊÎÒÎ ÑÚÑÒÎßÍÈÅ ÍÀ ÑÈÑÒÅÌÀ ÎÒ ÈÇÏÚËÍÅÍÈ ÏÈËÎÒÈ
   
12:15 – 12:30 Ìèë÷î Äèìèòðîâ Ðåøêîâ
  ÈÇ×ÈÑËßÂÀÍÅ ÍÀ ÊÐÈÂÈÍÀ ÎÒ ÄÚËÃÎÒÐÀÉÍÈ EÔEÊÒÈ ÍÀ ÏÐÅÄÂÀÐÈÒÅËÍÎ ÍÀÏÐÅÃÍÀÒÈ ÃÐÅÄÈ
   
12:30 – 12:45 Äèÿí Ñòîé÷åâ, Òàíüî Ñëàâîâ
  “ÌÍÎÃÎÔÓÍÊÖÈÎÍÀËÍÀ ÑÏÎÐÒÍÀ ÇÀËÀ È ÒÐÈÁÓÍÈ” Ñ. ÎÐÈÇÀÐÈ, ÎÁË. ÏËÎÂÄÈÂ
   
   
Íàïðàâëåíèå
„ÀÐÕÈÒÅÊÒÓÐÀ” – Ïðåçåíòàöèè
   
  3 þíè (÷åòâúðòúê) 2010 ã.
  ÇÀËÀ 202, Áëîê 2
   
Ïðåäñåäàòåëè: äîö. ä-ð àðõ. ßíêî Àëåêñàíäðîâ
  ä-ð àðõ. Áîðèñëàâà Ìàí÷åâà
   
13:00 – 13:15 Àëåêñàíäúð Ìèøåâ
  ÏÐÅÄÑÒÀÂßÍÅ ÍÀ ÈÍÎÂÀÒÈÂÍÈÒÅ ÏÎÄÎÂÈ ÏÎÊÐÈÒÈß ÍÀ ÔÈÐÌÀ „ÊÂÀÐÖËÀÉÍ”
   
13:15 – 13:30 Ìàðèÿ Äèàìàíäèåâà
  ÀÐÕÈÒÅÊÒÓÐÀÒÀ ÍÀ ÅÊÑÒÀÇÀ È ÏÎÏÓËßÐÍÀÒÀ ÊÓËÒÓÐÀ  ÍÀ×ÀËÎÒÎ ÍÀ 21-ÂÈ ÂÅÊ
   
13:30 – 13:45 Nadja Kurtovic-Folic
  SUSTAINING THE HISTORICAL CITY CENTRE – CULTURAL HERITAGE POTENTIAL
   
13:45 – 14:00 Òåîäîðà Êúíàëèåâà
  ÁÚËÃÀÐÑÊÈÒÅ ÀÐÕÈÒÅÊÒÈ-ÌÎÄÅÐÍÈÑÒÈ, ÏÐÅÇ ÑÎÁÑÒÂÅÍÈß ÈÌ ÏÎÃËÅÄ
   
14:00 – 14:15 Àëåêñàíäðà Èâàíîâà, Ñòîÿí Äå÷åâ
  ÌÀÊÅÒÈÐÀÍÅ ÍÀ ÖÅÍÒÐÀËÍÀ ×ÀÑÒ ÎÒ ÑÎÔÈß – ÏÐÅÄÑÒÀÂßÍÅ ÍÀ ÇÀÄÀ×À ÎÒ ÄÈÑÖÈÏËÈÍÀÒÀ ÌÎÄÅËÈÐÀÍÅ È ÌÀÊÅÒÈÐÀÍÅ ÂÚ ÂÒÎÐÈ ÊÓÐÑ, ÀÐÕÈÒÅÊÒÓÐÀ
   
14:15 – 14:30 Ioana Moldovan, Mircea Moldovan, Silivan Moldovan
  THE VILLAFICATION OF TOWNS
   
14:30 – 14:45 Silivan Moldovan, Mircea Moldovan, Ioana Moldovan
  THE HISTORY OF ROMANIAN TALL BUILDINGS
   
14:45 – 15:00 Öàíêî Ìèëàíîâ
  ÏÐÅÇÅÍÒÀÖÈß ÍÀ ÔÈÐÌÀ „ÂÈÍÅÐÁÅÐÃÅÐ"
   
15:00 – 15:15 Êàôå ïàóçà
   
15:15 – 15:30 Þëèÿ Èëèåâà
  ÀÍÀËÈÇ ÍÀ ÏÐÎÁËÅÌÈÒÅ, ÂÚÇÍÈÊÂÀÙÈ ÏÐÅÇ ÎÒÄÅËÍÈÒÅ ÅÒÀÏÈ ÍÀ ÓÑÚÂÚÐØÅÍÑÒÂÀÍÅ ÍÀ ÑÃËÎÁÊÈÒÅ ÏÐÈ ÏÎÊÐÈÂÍÈ ÏÎÊÐÈÂÊÈ Ñ ÃËÀÄÊÈ È ÏÐÎÔÈËÈÐÀÍÈ ËÀÌÀÐÈÍÈ
   
15:30 – 15:45 Òîäîð Ìèõàéëîâ
  ÊÎÎÐÄÈÍÀÖÈÎÍÍÎ ÏÐÎÅÊÒÈÐÀÍÅ Â ÀÐÕÈÒÅÊÒÓÐÀÒÀ. ÐÀÇÂÈÒÈÅ Â ÐÀÌÊÈÒÅ ÍÀ ÌÎÄÅÐÍÎÒÎ ÄÂÈÆÅÍÈÅ
   
15:45 – 16:00 Áîðèñëàâà Àëåêñàíäðîâà Ìàí÷åâà – Âåëêîâà
  ÎÑÎÁÅÍÎÑÒÈ ÏÐÈ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÁËÎÊÎÂÈÒÅ ÏÐÎÌÈØËÅÍÈ ÑÃÐÀÄÈ
   
16:00 – 16:15 Ïëàìåí Ãåíîâ, Åëåíà Èâàíîâà
  ÃÐÀÔÈ×ÍÎ ÑÒÐÓÊÒÓÐÈÐÀÍÎ ÈÍÒÅÐÂÞ È ÎÁÈÒÀÅÌÀ ÑÐÅÄÀ
   
16:15 – 16:30 Þëèÿ Èëèåâà
  ÌÅÒÀËÍÈ ÊÅÐÅÌÈÄÈ – ÊÎÍÔÈÃÓÐÀÖÈß ÍÀ ÅËÅÌÅÍÒÈÒÅ, ÂÈÄÎÂÅ ÑÚÅÄÈÍÅÍÈß È ÏÐÎÁËÅÌÈ ÏÐÅÇ ÎÒÄÅËÍÈÒÅ ÅÒÀÏÈ ÍÀ ÐÀÇÂÈÒÈÅÒÎ ÈÌ
   
16:30 – 16:45 Ïåí÷î Äîáðåâ
  ËÀÍÄØÀÔÒÍÀ ÀÐÕÈÒÅÊÒÓÐÀ, ÅÊÎËÎÃÈÇÈÐÀÍÅ È ÅÑÒÅÒÈÇÈÐÀÍÅ ÍÀ ÃÐÀÄÑÊÀÒÀ ÑÐÅÄÀ
   
16:45 – 17:00 Ëþäìèëà Àëåêñàíäðîâà
  „ÌÅÄÈÖÈÍÑÊÈ” ÏËÀÍÈÐÎÂÚ×ÍÈ ÌÎÄÓËÈ ÇÀ ÎÏÅÐÀÖÈÎÍÍÈ ÇÀËÈ È ÎÏÅÐÀÖÈÎÍÍÈ ÁËÎÊÎÂÅ Â ÅÊÑÒÐÅÌÀËÍÈ ÑÈÒÓÀÖÈÈ
   
17:00 – 17:15 Ëþáîìèð Áîðèñîâ Ãóðèíîâ
  ÅÑÒÅÒÈ×ÅÑÊÀÒÀ ÔÓÍÊÖÈß Â ÄÈÇÀÉÍÀ
   
17:15 – 17:30 ßíêî Àëåêñàíäðîâ,
  ÍßÊÎÈ ÍÀ×ÈÍÈ ÇÀ ÏÎÑÒÈÃÀÍÅ ÍÀ ÈÍÎÂÀÖÈÎÍÍÈ ÐÅØÅÍÈß Ñ ÈÇÎÁÐÅÒÀÒÅËÑÊÀ ÑÒÚÏÊÀ ÏÐÈ ÄÅÒÀÉËÈ ÍÀ ÑÚÅÄÈÍÅÍÈß ÌÅÆÄÓ ËÅÊÈ ÏÀÍÅËÈ
   
  ßíêî Àëåêñàíäðîâ
  ÍßÊÎÈ ÍÀ×ÈÍÈ ÇÀ ÏÎÑÒÈÃÀÍÅ ÍÀ ÈÍÎÂÀÖÈÎÍÍÈ ÐÅØÅÍÈß Ñ ÈÇÎÁÐÅÒÀÒÅËÑÊÀ ÑÒÚÏÊÀ ÏÐÈ ÄÅÒÀÉËÈ ÍÀ ÑÚÅÄÈÍÅÍÈß ÌÅÆÄÓ ËÅÊÈ ÏÀÍÅËÈ (×àñò 2 )
   
17:30 – 17:45 Áîðèñëàâ Áîðèñîâ
  ÎÑÍÎÂÍÈ ÏÐÈÍÖÈÏÈ ÇÀ ÈÇÐÀÁÎÒÂÀÍÅ ÍÀ ÍÎÂ ÎÁÙ ÓÑÒÐÎÉÑÒÂÅÍ ÏËÀÍ ÍÀ ÃÐÀÄ ÑÀÌÎÊÎÂ
   
17:45 – 18:00 Ïëàìåí Ãåíîâ, Åëåíà Èâàíîâà
  ÏËÀÍÎÂÈ ÑÕÅÌÈ È ÀÐÕÈÒÅÊÒÓÐÅÍ ÎÁÐÀÇ ÍÀ ÑÚÙÅÑÒÂÓÂÀÙÈ ÇÀÙÈÒÅÍÈ ÆÈËÈÙÀ
   
18:00 – 18:15 Ëþäìèëà Àëåêñàíäðîâà
  ÏÐÈËÎÆÅÍÈÅ ÍÀ ÅÄÍÎÌÅÐÍÈÒÅ ÔÎÐÌÈ ÏÐÈ ÈÇÃÐÀÆÄÀÍÅ ÊÎÌÏÎÇÈÖÈßÒÀ ÍÀ ÃÐÀÄÑÊÈ ÑÒÐÓÊÒÓÐÈ
   
18:15 – 18:30 Äèìèòúð Âëàñàðåâ
  ÀÊÒÓÀËÍÈ ÀÑÏÅÊÒÈ ÍÀ ÒÅÐÅÍÈÒÅ Ñ ÀÃÐÀÐÍÎ-ÑÒÎÏÀÍÑÊÎ ÏÐÅÄÍÀÇÍÀ×ÅÍÈÅ Â ÎÓÏ ÍÀ ÌÀËÊÈß ÃÐÀÄ
   
   
   
Íàïðàâëåíèå
„ÒÅÕÍÎËÎÃÈß È ÌÅÕÀÍÈÇÀÖÈß ÍÀ ÑÒÐÎÈÒÅËÑÒÂÎÒÎ. ÎÐÃÀÍÈÇÀÖÈß È ÈÊÎÍÎÌÈÊÀ ÍÀ ÑÒÐÎÈÒÅËÑÒÂÎÒΔ – Ïðåçåíòàöèè
   
  3 þíè (÷åòâúðòúê) 2010 ã.
  ÇÀËÀ 204, Áëîê 2
   
Ïðåäñåäàòåëè: äîö. ä-ð èíæ. Âåíöèñëàâ Ñòîÿíîâ
  ä-ð èíæ. Ëú÷åçàð Õðèñ÷åâ
   
13:30 – 13:45 Öàíêî Ìèëàíîâ
  ÏÐÅÇÅÍÒÀÖÈß ÍÀ ÔÈÐÌÀ „ÂÈÍÅÐÁÅÐÃÅÐ"
   
13:45 – 14:00 Ëú÷åçàð Õðèñ÷åâ, Ñâåòëà ×àëúêîâà
  ÎÊÀ×ÅÑÒÂßÂÀÍÅ ÍÀ ÏÎÄÃÎÒÎÂÊÀÒÀ ÍÀ ÎÑÍÎÂÀÒÀ ÏÐÈ ÈÇÏÚËÍÅÍÈÅÒÎ ÍÀ ÏÎËÈÌÅÐÍÈ ÏÎÄÎÂÈ ÏÎÊÐÈÒÈß
   
14:00 – 14:15 Äîáðèí Ñîòèðîâ
  ÑÐÀÂÍÈÒÅËÅÍ ÌÅÒÎÄ ÇÀ ÎÖÅÍÊÀ ÍÀ ÍÅÄÂÈÆÈÌÈÒÅ ÈÌÎÒÈ (ÌÅÒÎÄ ÍÀ ÏÀÇÀÐÍÈÒÅ ÀÍÀËÎÇÈ)
   
14:15 – 14:30 Áîðèñ Íèêîëîâ
  ÏÐÎÅÊÒÈÐÀÍÅ È ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÑÈÑÒÅÌÈ ÇÀ ÐÅÒÅÍÇÈß È ÈÍÔÈËÒÐÀÖÈß ÍÀ ÀÒÌÎÑÔÅÐÍÈ ÂÎÄÈ
   
14:30 – 14:15 Àòàíàñ Ïåí÷åâ
  ÒÅÕÍÎËÎÃÈß ÇÀ ÈÇÏÚËÍÅÍÈÅ ÍÀ ÑÈÑÒÅÌÀ ÇÀ ÇÅËÅÍ ÏÎÊÐÈÂ
   
14:45 – 15:00 Mariola Ksiazek, Michal Krzeminski, Nabi Ibadov
  EXPERTS’ SYSTEM OF DESIGN SOLUTIONS ASSESSMENT
   
15:00 – 15:15 Êàôå ïàóçà
   
15:15 – 15:30 Àíòîí Ëàçîâ, Àëåêñàíäúð Àëåêñèåâ
  ÒÅÕÍÎËÎÃÈ×ÍÈ ÏÐÎÁËÅÌÈ, ÏÐÎÈÇÒÈ×ÀÙÈ ÎÒ ÏÐÎÌÅÍÈÒÅ Â ÍÀÐÅÄÁÀ ¹ 7 ÇÀ ÅÍÅÐÃÈÉÍÀ ÅÔÅÊÒÈÂÍÎÑÒ, ÒÎÏËÎÑÚÕÐÀÍÅÍÈÅ È ÈÊÎÍÎÌÈß ÍÀ ÅÍÅÐÃÈß Â ÑÃÐÀÄÈ
   
15:30 – 15:45 Nabi Ibadov, Janusz Kulejewski, Mariola Ksiazek
  ECOLOGY IN CONSTRUCTION ENGINEERING AND MANAGEMENT
   
15:45 – 16:00 Áîðèñ Íèêîëîâ,
  OÁÇÎÐ ÍÀ ÁÐÈÒÀÍÑÊÀÒÀ ÑÒÐÎÈÒÅËÍÀ ÏÐÀÊÒÈÊÀ Â ÎÁËÀÑÒÒÀ ÍÀ ÑÃÐÀÄÍÈÒÅ ÂÎÄÎÑÍÀÁÄÈÒÅËÍÈ ÈÍÑÒÀËÀÖÈÈ
   
16:00 – 16:15 Áîæèäàð Ðîçàíîâ
  ÑÒÐÎÈÒÅËÍÎ-ÒÅÕÍÈ×ÅÑÊÈ ÏÐÎÁËÅÌÈ Â ÈÍÖÈÄÅÍÒÈ Ñ ÎÏÀÑÍÈ ÌÀÒÅÐÈÀËÈ
   
16:15 – 16:30 Õðèñòî Ïîïèâàíîâ, Ëú÷åçàð Õðèñ÷åâ
  ÎÑÈÃÓÐßÂÀÍÅ ÍÀ ÇÄÐÀÂÎÑËÎÂÍÈ È ÁÅÇÎÏÀÑÍÈ ÓÑËÎÂÈß ÍÀ ÒÐÓÄ ÏÐÈ ÏÎËÀÃÀÍÅ ÍÀ ÏÎËÈÌÅÐÍÈ ÏÎÄÎÂÈ ÍÀÑÒÈËÊÈ
   
16:30 – 16:45 Ëú÷åçàð Õðèñ÷åâ
  ÍÀÏÐÅÃÍÀÒÈ ÑËÅÄ ÁÅÒÎÍÈÐÀÍÅÒÎ ÈÍÄÓÑÒÐÈÀËÍÈ ÍÀÑÒÈËÊÈ
   
16:45 – 17:00 Áîðèñëàâ Êðóìàâ Ìèëåâ, Îëãà Íèêîëîâà Íè÷åâà
  ÌÎÍÈÒÎÐÈÍÃ È ÏÐÎÃÍÎÇÀ ÍÀ ÑÂËÀ×ÈÙÍÈÒÅ ÏÐÎÖÅÑÈ Â ÁÚËÃÀÐÈß
   
17:00 – 17:15 Vesselina Ivanova
  USING MOODLE AND IT IN ELT
   
17:00 – 17:15 Äèñêóñèè
   
   
   
Íàïðàâëåíèå
„ÑÒÐÎÈÒÅËÍÈ ÌÀÒÅÐÈÀËÈ. ÅÊÎËÎÃÈ×ÍÈ ÏÐÎÁËÅÌÈ ÍÀ ÑÒÐÎÈÒÅËÑÒÂÎÒΔ – Ïðåçåíòàöèè
   
  3 þíè (÷åòâúðòúê) 2010 ã.
  ÇÀËÀ 209, Áëîê 2
   
Ïðåäñåäàòåëè: ïðîô. ä-ð èíæ. Öåíêî Öåíêîâ
  äîö. ä-ð èíæ. Ðàäè Ãàíåâ
   
13:30 – 13:45 Öàíêî Ìèëàíîâ
  ÏÐÅÇÅÍÒÀÖÈß ÍÀ ÔÈÐÌÀ „ÂÈÍÅÐÁÅÐÃÅÐ"
   
13:45 – 14:00 Ðàäè Ãàíåâ, Ãåîðãè Ãîäèíÿ÷êè
  ÈÇÄÀÒÅËÑÊÀ ÄÅÉÍÎÑÒ ÍÀ ÃÅÍÅÐÀË ÑÈÌÅÎÍ ÂÀÍÊÎÂ ÏÎ ÑÒÐÎÈÒÅËÍÈ ÏÐÎÁËÅÌÈ
   
14:00 – 14:15 Ðàäè Ãàíåâ
  ÀÍÀËÈÇ ÍÀ ÍÀÐÅÄÁÀ ¹2 ÇÀ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÑÒÐÎÅÆÈ ÇÀ ÏÐÎÈÇÂÎÄÑÒÂÎ È ÑÚÕÐÀÍßÂÀÍÅ ÍÀ ÅÊÑÏËÎÇÈÂÈ
   
14:15 – 14:30 Íèêîëàé ×àâäàðîâ, Ñâåòëà ×àëúêîâà, Ãåîðãè Èãíàòîâ, Ãàíêà Ïååâà
  ÖÈÌÅÍÒÎÂÈ ÐÀÇÒÂÎÐÈ Ñ ÀÊÒÈÂÍÈ ÂÒÎÐÈ×ÍÈ ÄÎÁÀÂÊÈ
   
14:30 – 14:45 Ðàíãåë Ãþðîâ, ÄèìèòúðÒåîäîñèåâ, Ãàðî Ìàðäèðîñÿí, Ðàëèöà Áåðáåðîâà, Ñòîÿí Âåëêîñêè
  ÊÀÐÒÎÃÐÀÔÈÐÀÍÅ ÍÀ ÅËÅÊÒÐÎÌÀÃÍÈÒÍÎÒÎ ÇÀÌÚÐÑßÂÀÍÅ Â ÓÐÁÀÍÈÇÐÀÍÈ ÒÅÐÈÒÎÐÈÈ
   
14:45 – 15:00 Ëú÷åçàð Õðèñ÷åâ
  ÍÀÏÐÅÃÍÀÒÈ ÑËÅÄ ÁÅÒÎÍÈÐÀÍÅÒÎ ÈÍÄÓÑÒÐÈÀËÍÈ ÍÀÑÒÈËÊÈ
   
15:00 – 15:15 Êàôå ïàóçà
   
15:15 – 15:30 Aleksandrs Korjakins, Genadij Shakhmenko, Girts Bumanis
  RECYCLING OF BORE-SILICATE GLASS WASTE BY UTILIZATION AS FILLER IN CONCRETE
   
15:30 – 15:45 Ligia Moga, Ioan Moga
  ISSUES ON ENERGY PERFORMANCE OF BUILDINGS AND APARTMENTS IN ROMANIA
   
15:45 – 16:00 Ligia Moga, Horia-A. Andreica
  THERMAL BRIDGES AT WOOD STRUCTURE BUILDINGS-LINEAR HEAT TRANSFER COEFFICIENT
   
   
   
Íàïðàâëåíèå
„ÃÅÎÒÅÕÍÈÊÀ. ÃÅÎÄÅÇÈß. ÒÐÀÍÑÏÎÐÒÍÎ ÑÒÐÎÈÒÅËÑÒÂΔ – Ïðåçåíòàöèè
   
  3 þíè (÷åòâúðòúê) 2010 ã.
  ÇÀËÀ 209, Áëîê 2
   
Ïðåäñåäàòåëè: ïðîô. ä-ð èíæ. Öåíêî Öåíêîâ
  äîö. ä-ð èíæ. Ãåîðãè Ôðàíãîâ
   
16:00 – 16:15 Íåâåíà Áàáóíñêà–Èâàíîâà, Ðóìåí À. Èâàíîâ
  ÇÀ È ÏÐÎÒÈÂ ÏÐÅÌÈÍÀÂÀÍÅÒÎ ÍÀ ÆÅËÅÇÎÏÚÒÍÀÒÀ ËÈÍÈß ÂÈÄÈÍ–ÑÎÔÈß ÏÐÅÇ ÁÅÐÊÎÂÈÖÀ
   
16:15 – 16:30 Asterios Liolios, George Michaltsos, George Hatzigeorgiou, Konstantinos Liolios
  A NUMERICAL APPROACH TO THE DYNAMIC PROBLEM OF PILE – SOIL INTERACTION UNDER ENVIRONMENTAL EFFECTS
   
16:30 – 16:45 Margarita Matova, Georgi Frangov, Plamen Ivanov, Tsenko Tsenkov
  TWO BALKAN PROJECTS OF UNESCO-BAS FOR STUDY AND PROTECTION OF GEOENVIRONMENT AND SOCIETY
   
16:45 – 17:00 Ñòîéî Òîäîðîâ, Âëàäèìèð Ïîïîâ
  ÐÅÊÎÍÑÒÐÓÊÖÈß ÍÀ V ÆÅËÅÇÎÏÚÒÍÀÒÀ ËÈÍÈß ÑÎÔÈß - ÊÓËÀÒÀ  Ó×ÀÑÒÚÊÀ ÃÅÍÅÐÀË ÒÎÄÎÐΠ- ÊÓËÀÒÀ
   
17:00 – 17:15 Chavdar Kolev, Ancuta Rotaru
  SPECIFIC SUBSTRUCTURE WORKS ON THE BLACK SEA COAST IN DOBRUJA REGION OF BULGARIA AND ROMANIA
   
17:15 – 17:30 Ancuta Rotaru, Chavdar Kolev
  GEOLOGICAL AND GEOTECHNICAL SPECIFICITY IN DOBRUJA REGION OF BULGARIA AND ROMANIA
   
17:30 – 17:45 Äèñêóñèè
   
   

 

 

ÏÐÈÅÒÈ ÄÎÊËÀÄÈ

I. Ìåõàíèêà. Ìàòåìàòèêà.

Mechanics. Mathematics.

 

 

Konstantin Kazakov, Ana Yanakieva, Anita Handruleva

COMPARISON OF PLAIN PROBLEMS MODELLED BY DIFFERENT FE FORMULATIONS

 

Jozef Melcer

VERIFICATION OF THE FUNDAMENTAL NATURAL BRIDGE FREQUENCY

 

Philip Philipoff, Anastas Ivanov, Troio Troev, Philip Michaylov

POSITRON LIFETIME CALCULATIONS FOR THE ITER FIRST WALL MATERIALS ASSESMENT

 

Philip Philipoff, Anastas Ivanov, Troio Troev, Philip Michaylov

STRUCTURAL SOLUTION OF THE SCHROEDINGER EQUATION PROBLEM

 

Ìèëêî Ìèëîøåâ, Êîíñòàíòèí Êàçàêîâ

ÌÎÄÅËÈÐÀÍÅ ÍÀ ÂÅÐÒÈÊÀËÍÈ ÍÎÑÅÙÈ ÊÎÍÑÒÐÓÊÖÈÈ – ÒÈÏ ÏÐÎÒÈÂÎÇÅÌÅÒÐÚÑÍÈ ØÀÉÁÈ Ñ ÌÅÒÎÄÀ ÍÀ ÊÐÀÉÍÈÒÅ ÅËÅÌÅÍÒÈ

 

Ñòîÿí Ãàøàðîâ, Äèìèòúð Äèìèòðîâ

ËÎÃÈÊÀÒÀ ÍÀ ÅÄÈÍ ÇÍÀÌÅÍÈÒ ÅÊÑÏÅÐÈÌÅÍÒ

 

Dafinka Angelova

MULTI-POINT BOUNDARY VALUE PROBLEMS FOR SECOND ORDER FUNCTIONAL DIFFERENTIAL EQUATIONS

 

Milenà Iskrova, Svilen Iskrov

PHASE TRANSITIONS IN THE 2D “Lollipop Model”

 

Áàíêî Áàíêîâ, Êîíñòàíòèí Êàçàêîâ, Ëþáåí Ëþáåíîâ

ÕÈÏÅÐÁÎËÎ-ÒÐÈÃÎÍÎÌÅÒÐÈ×ÍÎ ÀÏÐÎÊÑÈÌÈÐÀÍÅ ÍÀ ÃÐÅÄÎÂÈ ÔÓÍÊÖÈÈ ÍÀ ÔÎÐÌÀÒÀ ÏÐÈ ÏÐÈËÀÃÀÍÅÒÎ ÍÀ ÌÅÒÎÄÀ ÍÀ ÊÐÀÉÍÈÒÅ ÅËÅÌÅÍÒÈ ÇÀ ÐÅØÀÂÀÍÅ ÍÀ ÃÐÅÄÀ ÍÀ ÅËÀÑÒÈ×ÍÀ ÎÑÍÎÂÀ

 

Àëåêñàíäúð Ì. Âúëêîâ

ÎÏÐÅÄÅËßÍÅ ×ÐÅÇ Ì.Ê.Å. ÍÀ ÔÈËÒÐÀÖÈÎÍÍÎÒÎ ÏÎËÅ È ÏÎÄÅÌÀ ÏÐÈ ÁÅÒÎÍÍÈ ßÇÎÂÈÐÍÈ ÑÒÅÍÈ Ñ ÎÒ×ÈÒÀÍÅ ÍÀ ÄÐÅÍÀÆ È ÖÈÌÅÍÒÀÖÈÎÍÍÀ ÇÀÂÅÑÀ ÑÚÃËÀÑÍÎ ÍÎÐÌÀÒÈÂÍÈÒÅ ÏÐÅÏÎÐÚÊÈ

 

Jozef Sumec, Lubos Hrustinec, Jozef Kuzma

ANALYSIS OF STIFFNESS AND BONDING EFFECTS IN THE FOUNDATION BOTTOM ON THE CONTACT STRESSES DISTRIBUTION OF THE CIRCULAR FOUNDATION

 

Lubos Hrustinec, Jozef Sumec, Jozef Kuzma

ANALYSIS OF STIFFNESS AND BONDING EFFECTS ON THE CONTACT SURFACE ON THE DISPLACEMENTS OF CIRCULAR FOUNDATION

 

Zora Mistrikova

TIME RESPONSE OF FOUNDATION PLATE SETTLEMENT DUE TO SURROUNDING ADDITIONAL LOAD

 

Zora Mistrikova, Norbert Jendzelovsky

EFFECT OF TWO HALF-SPACE MODELS ON STRESS AND STRAIN OF CYLINDRICAL RESERVOIR

 

Alexandra-Denisa Danciu, Horatiu Alin Mociran

JAVA – A SOLUTION FOR FUTURE FINITE ELEMENT ANALYSIS

 

Alexandra-Denisa Danciu, Horatiu Alin Mociran

ERRORS IN FINITE ELEMENT ANALYSIS

 

Sorin Theodoru, Andrei Burlacu

THERMO MECHANIC SYSTEM FOR OPERATING AND POSITIONING OF A HELIOSTAT MIRRORS

 

Andrei Burlacu, Sorin Theodoru

THERMO MECHANIC WARNING SYSTEM FOR THE POSITIONING OR OPERATING MALFUNCTION OF A HELIOSTAT MIRRORS

 

Andrei Burlacu, Sorin Theodoru, Constantin – Doru Lazarescu

WARNING AND CONTROL SYSTEM FOR THE MIRRORS POSITIONING OF A HELIOSTAT WITH CONTROLLER AND STEP BY STEP MOTOR

 

Juraj Kralik, Juraj Kralik,jr

DETERMINISTIC AND PROBABILISTIC ANALYSIS OF THE STEEL BRIDGE SUPPORT RESISTANCE DUE TO EXTREME LOADS

 

Juraj Kralik, Peter Rozsar

SAFETY ANALYSIS OF THE STRUCTURAL SYSTEMS OF THE CONCRETE FRAME-WALL SYSTEM TO THE BLAST LOAD

 

Ê. Êàëàéäæèåâ, Â. Ëîâ÷èíîâ, Ä. Äèìèòðîâ, Õð. Ïîïîâ

ÂÈÁÐÀÖÈÎÍÅÍ ÌÀÃÍÈÒÎÌÅÒÚÐ ÇÀ ÈÇÑËÅÄÂÀÍÈß Â ØÈÐÎÊ ÎÁÕÂÀÒ ÎÒ ÒÅÌÏÅÐÀÒÓÐÈ È ÌÀÃÍÈÒÍÈ ÏÎËÅÒÀ

 

Monika Nagyova, Alzbeta Grmanova, Jan Ravinger

STABILITY AND VIBRATION OF COLUMN

 

Norbert Jendzelovsky, Lubomir Prekop, Alzbeta Grmanova

MODELING OF THE CONTACT BETWEEN THE SHEETING STRUCTURE AND THE SOIL

 

Anita Handruleva, Konstantin Kazakov

ON THE INFLUENCE OF THE STRUCTURAL GRID CONFIGURATION OVER THE STRESSES IN THE BASE RING OF SPHERICAL DOMES

 

Doncho Partov, Vesselin Kantchev

TIME DEVELOPMENT OF DEFLECTIONS IN COMPOSITE STEEL-CONCRETE BEAM SUBJECT TO SHRINKAGE OF CONCRETE (ACCORDING EUROCODE-4)

 

Martin Psotny, Jan Ravinger

SHALLOW ARCH AS A CEILING PANEL

 

Norbert Jendzelovsky, Jozef Sumec

RESPONSE OF THE REINFORCED CONCRETE WATER TOWER TANK UNDER REPEATED SEISMIC LOADING

 

Radan Ivanov

INFLUENCE OT SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF PRECAST LARGE PANEL RC BUILDINGS

 

Ì. Âúëêîâ

ÅÄÍÎ ÅËÀÑÒÈ×ÍÎ ÐÅØÅÍÈÅ Â ÌÅÕÀÍÈÊÀ ÍÀ ÌÓËÄÀÒÀ

 

Ì. Âúëêîâ

ÎÒÍÎÑÍÎ ÌÓËÄÀÒÀ ÏÐÈ ÈÇÇÅÌÀÍÅ ÍÀ ÍÀÊËÎÍÅÍ ÏËÀÑÒ È ÏÐÈ ÍÀÊËÎÍÅÍÀ ÇÅÌÍÀ ÏÎÂÚÐÕÍÎÑÒ

 

Jozef Dicky, Tomas Juricek

RELIABILITY ANALYSIS OF GLULAM TIMBER COMPOSITE BEAMS REINFORCED BY CARBON FIBERS

 

Äèìèòúð Ìèòàøåâ, Ñâåòëàíà Ëèëêîâà-Ìàðêîâà

ÎÒÍÎÑÍÎ ÎÐÀÇÌÅÐßÂÀÍÅÒÎ ÍÀ ÖÅÍÒÐÈ×ÍÎ ÍÀÒÈÑÍÀÒÈ ÊÎËÎÍÈ ÍÀ ßÊÎÑÒ È ÓÑÒÎÉ×ÈÂÎÑÒ

 

Àíãåë Ìëàäåíñêè, Âèêòîð Ðèçîâ

ÈÇÑËÅÄÂÀÍÅ ÍÀ ÅÄÈÍÈ×ÍÀ ÏÓÊÍÀÒÈÍÀ  ÀÑÈÌÅÒÐÈ×ÍÀ ÄÂÎÉÍÀ ÊÎÍÇÎËÍÀ ÃÐÅÄÀ

 

 

II. Ñòðîèòåëíè êîíñòðóêöèè.

Building Structures.

 

 

Ëþáîìèð À. Çäðàâêîâ

ÀÍÀËÈÒÈ×ÍÎ È ×ÈÑËÅÍÎ ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÑÒÎÌÀÍÅÍÈ ÐÅÁÐÅÑÒÎ-ÏÐÚÑÒÅÍÎÂÈÄÍÈ ÊÓÏÎËÈ

 

Horatiu - Alin Mociran, Alexandra - Denisa Danciu

EARTHQUAKE PROTECTION OF STEEL FRAME STRUCTURES BY USING FLUID VISCOUS DAMPERS

 

Horatiu - Alin Mociran, Alexandra - Denisa Danciu

EARTHQUAKE PROTECTION OF STEEL FRAME STRUCTURES BY USING ELASTOMERIC BASE ISOLATORS

 

Ëþáîìèð À. Çäðàâêîâ

ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÑÀÌÎÍÎÑÅÙ ÐÅÁÐÅÑÒÎ – ÏÐÚÑÒÅÍÎÂÈÄÅÍ ÊÓÏÎË, ÏÎÊÐÈ ÍÀ ÐÅÇÅÐÂÎÀÐ Ò016, La Reunion, France

 

Ondrej Jirka, Karel Mikes

SEMI - RIGID JOINTS OF TIMBER STRUCTURES

 

Michal Netusil, Martina Eliasova

NUMERICAL SIMULATION OF DIFFERENT ADHESIVES IN HYBRID STEEL-GLASS BEAM

 

George Stamatopoulos, John Ch. Ermopoulos

INFLUENCE OF SUPPORTS? FLEXIBILITY ON THE INTERNAL FORCES DISTRIBUTION AND BUCKLING LOADS OF STEEL FRAMES

 

Rahal Nacer, Tehami Mohamed, Souici Abdelaziz

MODELLING STEEL CONCRETE COMPOSITE BEAMS BEHAVIOR WITH SLIPPING IN RELATION TO CONCRETE SHRINKAGE

 

Doncho Partov, Milen Petkov

A SURVEY OF TEMPORARY STEEL STRUCTURES USED FOR STRENGTHENING OF A GREAT EXCAVATION FOR NEW METRO IN SOFIA

 

Darinka Gocheva, Doncho Partov, Dobromir Dinev

DECK-STIFFENED ARCH BRIDGES IN BULGARIA

 

Äèÿí Ñòîé÷åâ, Òàíüî Ñëàâîâ

“ÌÍÎÃÎÔÓÍÊÖÈÎÍÀËÍÀ ÑÏÎÐÒÍÀ ÇÀËÀ È ÒÐÈÁÓÍÈ” Ñ. ÎÐÈÇÀÐÈ, ÎÁË. ÏËÎÂÄÈÂ

 

Dusan Kovacevic, Igor Dzolev, Zarko Janjic

AXISVM® 10 – ONE APPROACH IN CASA

 

Dusan Kovacevic, Zarko Janjic, Igor Dzolev

APPLICATION OF SPECIAL FINITE ELEMENTS

 

Íèêîëàé Í. Áî÷êàðåâ, Âàñèëèé Ì.Ñàôðîíîâ

ÂÀÐÈÀÍÒÛ ÎÏÒÈÌÈÇÀÖÈÈ ÀÂÒÎÌÀÒÈÇÈÐÎÂÀÍÍÎÃÎ ÏÐÎÅÊÒÈÐÎÂÀÍÈß ÂÀÍÒÎÂÛÕ ÂÈÑß×ÈÕ ÀÂÒÎÄÎÐÎÆÍÛÕ ÌÎÑÒÎÂ

 

Klara Machalicka, Martina Eliasova

INFLUENCE OF DIFFERENT FACTORS TO SHEAR LOAD-CARRYING CAPACITY OF BONDED CONNECTION

 

Aneta Stanila, Ana - Maria Toma

EQUIPMENT USED IN BUILDING LATERAL CANTILEVERS FOR CAISSON FOUNDATIONS

 

Ana – Maria Toma, Aneta Stanila

THE PROCEDURE OF BUILDING BURIED WALLS FROM PRECAST ELEMENTS

 

Adrian Dan Berindean, Adrian-Cosmin Bojan

EXPERIMENTAL STUDY REGARDING THE APPLICATION OF CARBON FIBER-REINFORCED POLYMER (CFRP) COMPOSITES TO GLUE-LAMINATED TIMBER MEMBERS

 

Tiberiu Pascu, Gheorghe Vlaicu

THE INFLUENCE OF SLAB REINFORCEMENT ON RC FRAMES INELASTIC BEHAVIOR

 

Gheorghe Vlaicu, Tiberiu Pascu

DESIGN OF RC GRAIN SILOS ACCORDING TO EUROPEAN CODE EN 1991-4

 

Alexandru Chira

THE INFLUENCE OF MASONRY INFILL PANELS ON RC FRAMED BUILDINGS

 

Paul-Marceti Pernes, Zsolt Nagy, Lucian-Dumitru Gilia, Cristina Campian

THE INFLUENCE OF THE PURLIN OVERLAP OVER THE STEEL CONSUMPTION

 

Michal Strba, Vaclav Roder

THE COMPARISION OF HSS AND HPC COMPOSITE COLUMNS OF CIRCULAR AND H CROSS-SECTION

 

Todor Georgiev

REALIZATION OF ELECTROTHERMALLY PRESTRESSED STEEL BEAM WITH TRADITIONAL CROSS SECTION

 

Âëàäèìèð ßí÷åâ, Êîíñòàíòèí Ðóñåâ

ÍÎÌÎÃÐÀÌÈ ÇÀ ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÏÐÚÑÒÅÍÎÂÈÄÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÎÃÚÂÀÙ ÌÎÌÅÍÒ È ÎÑÎÂÀ ÑÈËÀ ÏÎ ÅÊ2 – ÑÒÎÌÀÍÀ Â500

 

Âëàäèìèð ßí÷åâ

ÒÀÁËÈÖÈ ÇÀ ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÊÐÚÃÎÂÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÎÃÚÂÀÙ ÌÎÌÅÍÒ È ÎÑÎÂÀ ÑÈËÀ ÏÎ ÅÊ2 – ÑÒÎÌÀÍÀ Â420

 

Ìàðèíà Òðàéêîâà, Äèìèòúð Ïàíè÷êîâ

ÏÐÎÌßÍÀ ÍÀ ÔÓÍÊÖÈÎÍÀËÍÎÒÎ ÏÐÅÄÍÀÇÍÀ×ÅÍÈÅ ÍÀ ÔÀÁÐÈ×ÍÀ ÑÃÐÀÄÀ ÎÒ ÍÀ×ÀËÎÒÎ ÍÀ ÌÈÍÀËÈß ÂÅÊ ( ÎÊÎËÎ 1900 Ã.) – ÊÎÍÑÒÐÓÊÒÈÂÍÈ ÏÐÎÁËÅÌÈ

 

Ìàðèíà Òðàéêîâà,

ÐÅÑÒÀÂÐÀÖÈß, ÊÎÍÑÅÐÂÀÖÈß È ÅÊÑÏÎÍÈÐÀÍÅ ÍÀ “ÅÏÈÑÊÎÏÑÊÀ ÁÀÇÈËÈÊÀ”, ÃÐ. ÑÀÍÄÀÍÑÊÈ-ÊÎÍÑÒÐÓÊÒÈÂÍÈ ÎÑÎÁÅÍÎÑÒÈ È ÏÐÎÁËÅÌÈ

 

Âàñèë Êúðäæèåâ, Ïåòúð Õðèñòîâ

ÊÎÍÑÒÐÓÊÒÈÂÍÈ ÎÑÎÁÅÍÎÑÒÈ È ÏÐÎÁËÅÌÈ ÏÐÈ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÎÔÈÑ ÑÃÐÀÄÀ ÍÀ 23 ÅÒÀÆÀ Â ÃÐ. ÑÎÔÈß, Æ.Ê. „ÌËÀÄÎÑÒ"

 

Âàñèë Êúðäæèåâ, Ïåòúð Õðèñòîâ

ÏÐÅÄÂÀÐÈÒÅËÍÎ ÍÀÏÐÅÃÍÀÒÈ ÏÐÅÄÈ ÁÅÒÎÍÈÐÀÍÅ ÊÎÍÑÒÐÓÊÖÈÈ ÑÚÃËÀÑÍÎ ÅÑ2 È ÍÏÁÑÊ87 – ÎÑÍÎÂÍÈ ÏÎËÎÆÅÍÈß È ÎÑÎÁÅÍÎÑÒÈ

 

Konstantin Roussev, Vladimir Yanchev

TABLES FOR SIZING OF ROUND REINFORCED CONCRETE SECTIONS, SUBJECT TO BENDING MOMENT AND AXIAL FORCE ACCORDING TO EUROCODE 2 – STEEL B500

 

Adian-Cosmin Bojan, Adrian Dan Berindean

OPTIMAL SOLUTIONS ADOPTED FOR THE THERMAL REHABILITATION OF A BLOCK OF FLATS

 

Roder Vaclav

COLUMNS COMPOSED OF HSS AND HPC WITH WELDED H-CROSS-SECTION IN ELASTOPLASTIC STAGE

 

Jan Zamorowski

BEAM-TO-COLUMN JOINTS WITH BOLTED END-PLATE CONNECTIONS.COMPLETE STANDARD CONDITIONS

 

Bernard Kowolik

BAILEY’S-NORTON’S MODEL OF THE ANALYSIS OF A COMPRESSED BAR IN THE CASE OF FIRE

 

Bernard Kowolik, Marian Kazek

ABNORMALITIES IN THE CONSTRUCTION OF ELEMENTS AND THE ASSEMBLY OF THE ROOF STRUCTURE OF A STOREHOUSE

 

Daniel Lemak, Tomas Pejpek, Szymon Rozwalka

ADAPTATION OF GRAIN SILO ON NEW FUNCTION

 

Macedon Dumitras, Nicoleta Cobirzan, Daniela Manea, Claudiu Aciu

ASPECTS CONCERNING THE STRUCTURAL CHANGES AND REHABILITATION OF THE EXISTING BUILDINGS

 

Milan Pilgr, Marcela Karmazinova

SOME PROBLEMS OF ACTUAL BEHAVIOUR OF HEADER PLATE CONNECTIONS IN STEEL STRUCTURES

 

Petr Brosch, Tomas Foltyn

MORAVIA – THE LAND OF STEEL BRIDGES

 

Petr Brosch, Oldrich Klimes

GREAT STEEL STRUCTURES IN BRNO, CZECH REPUBLIC

 

Souici Abdelaziz, Tehami Mohamed, Rahal Nacer

THE EFFECT OF CREEP IN A CROSS-SECTION COMPOSITE STEEL-CONCRETE CONNECTION WITH COMPLETE AND PARTIAL.

 

Iuliana Madularu, Ioan Pop

SEISMIC PROTECTION OF COLUMNS FOR REINFORCED CONCRETE FRAME BUILDINGS IN ROMANIA

 

Iuliana Madularu, Ioan Pop

SEISMIC PROTECTION OF BEAMS FOR REINFORCED CONCRETE FRAME BUILDINGS IN ROMANIA

 

Sebastian Palacean

REVIEW OF THE STRUCTURAL MASONRY ROMANIAN CODE REGARDING THE CORRESPONDING INTERNATIONAL STANDARDS

 

Kenneth C. Crawford

ACHIEVING LONG-TERM PERFORMANCE OF CONCRETE BRIDGES STRENGTHENED WITH FRP STRUCTURAL SYSTEMS

 

Asterios LIOLIOS, Panagiotis PANETSOS, Angelos LIOLIOS

VULNERABILITY FUNCTIONS FOR BRIDGES IN SEISMIC REGIONS OF EGNATIA MOTORWAY IN NORTHERN GREECE

 

Radomir Folic, Lidija Babic

ANALYSIS OF RC FRAME WITH MASONRY AND PANEL INFILL BEHAVIOUR IN SEISMIC REGIONS

 

Boris Folic, Radomir Folic, Dorde Ladinovic

SOME ASPECTS OF PILE-SOIL INTERACTION IN SEISMICALLY LIQUEFIABLE SOILS

 

Âàñêî Àë. Ãî÷åâ

ÓÑÈËÂÀÍÅ ÍÀ ÏÚËÍÎÑÒÅÍÍÈ ÑÒÎÌÀÍÅÍÈ ÐÀÌÊÈ ÏÐÈ ÅËÀÑÒÎ-ÏËÀÑÒÈ×ÅÍ ÀÍÀËÈÇ ÍÀ ÏÎÂÅÄÅÍÈÅÒÎ ÈÌ

 

Âàñêî Àë. Ãî÷åâ

ÎÏÒÈÌÀËÍÎ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÏÚËÍÎÑÒÅÍÍÈ ÑÒÎÌÀÍÅÍÈ ÐÀÌÊÈ

 

Âåñåëèí Ñëàâ÷åâ, Âåñåëèí Êúí÷åâ

ÍÀÏÐÅÃÍÀÒÎ ÑÚÑÒÎßÍÈÅ ÍÀ ÂÚÇÑÒÀÍÎÂÅÍÈ ÈËÈ ÓÑÈËÅÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÅËÅÌÅÍÒÈ

 

Balint Szabo, Imola Kirizsan, Raluca Gurean

TRANSYLVANIAN HISTORIC ROOF STRUCTURES DATABASE

 

Jan Zamorowski, Gremza Grzegorz

ERRORS IN UNTYPICAL CANTILEVER STRUCTURES OF AMUSEMENT INSTALLATIONS

 

Nicolae Taranu, Gabriel Oprisan, Ioana Entuc, Vlad Munteanu

ADVANCED POLYMERIC COMPOSITES IN INDUSTRIAL AND AGRICULTURAL BUILDINGS

 

Nicolae Taranu, Gabriel Oprisan, Catalin Banu, Liliana Bejan

MECHANICAL PROPERTIES OF FIBRE REINFORCED POLYMER COMPOSITE BARS FOR CONCRETE

 

Dorina Isopescu, Oana Stanila, Nicolae Taranu

NECESSITY AND POSSIBILITY OF STRENGTHENING TIMBER ELEMENTS USING ADVANCED POLYMERIC COMPOSITES

 

Mihai Budescu, Raluca Hohan, Nicolae Taranu

PARTICULARITIES OF ANALYSIS FOR SANDWICH ELEMENTS WITH THICK FACINGS

 

Gabriel Oprisan, Dragos Banu, Nicolae Taranu, Mihai Budescu

STRENGTHENING OF REINFORCED CONCRETE PLATES WITH ADVANCED POLYMERIC COMPOSITES

 

Àëåêñàíäúð Äèìèòðîâ, Õðèñòî Áîÿäæèåâ

ÊÎÍÑÒÐÓÊÖÈÈ ÍÀ ÑÃÐÀÄÈÒÅ È ÏÐÅÄÈÇÂÈÊÀÒÅËÑÒÂÀÒÀ ÍÀ ÍÀÐÅÄÁÀ ¹ 7 ÊÚÌ ÇÀÊÎÍÀ ÇÀ ÅÍÅÐÃÈÉÍÀ ÅÔÅÊÒÈÂÍÎÑÒ

 

Ñòàíèñëàâ Ðà÷åâ, Êàëîÿí Êðåìåíñêè

ÈÇ×ÈÑËÈÒÅËÍÈ ÌÎÄÅËÈ È ÀÍÀËÈÇ ÍÀ ÑÒÐÎÈÒÅËÍÈ ÊÎÍÑÒÐÓÊÖÈÈ Ñ ÎÒ×ÈÒÀÍÅ ÍÀ ÅÒÀÏÈÒÅ ÍÀ ÒßÕÍÎÒÎ ÈÇÏÚËÍÅÍÈÅ

 

Âàñèëèé Ì. Ñàôðîíîâ, ÀÍÀËÈÇ ÍÀ ÌÅÒÎÄÈ ÇÀ ÎÏÐÅÄÅËßÍÅ ÍÀ ÒÅÕÍÈ×ÅÑÊÎÒÎ ÑÚÑÒÎßÍÈÅ ÍÀ ÑÈÑÒÅÌÀ ÎÒ ÈÇÏÚËÍÅÍÈ ÏÈËÎÒÈ

 

Êóçüìåíêîâ Å. À.

ÏÐÈÌÅÍÅÈÅ ÑÊÂÎÇÍÛÕ ÁÀËÎÊ Â ÏÐÎËÅÒÍÛÕ ÑÒÐÎÅÍÈßÕ ÀÂÒÎÄÎÐÎÆÍÛÕ ÌÎÑÒÎÂ

 

Ìàðèíà Òðàéêîâà, Äèìèòúð Ïàíè÷êîâ

ÂÀÐÈÀÍÒÍÈ ÐÅØÅÍÈß ÇÀ ÐÀÇØÈÐÅÍÈÅ ÍÀ ÀÑÀÍÑÜÎÐÍÀ ØÀÕÒÀ Â ÑÚÙÅÑÒÂÓÂÀÙÀ ÑÒÀÐÀ ÇÈÄÀÍÀ ÊÎÍÑÒÐÓÊÖÈß

 

Ìàðèíà Òðàéêîâà

ÊÎÍÑÒÐÓÊÒÈÂÍÈ ÏÐÎÁËÅÌÈ ÏÐÈ ÎÁÅÄÈÍßÂÀÍÅÒÎ È ÍÀÄÑÒÐÎßÂÀÍÅÒÎ ÍÀ ÄÂÅ ÑÀÌÎÑÒÎßÒÅËÍÈ ÅÄÍÎÅÒÀÆÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÎÂÈ ÊÎÍÑÒÐÓÊÖÈÈ

 

Å. Àáäóëàõàä

ÈÇÑËÅÄÂÀÍÅ ÍÀ ÎÁÙÈÒÅ ÄÅÔÎÐÌÀÖÈÈ ÍÀ ÑÒÎÌÀÍÎÁÅÒÎÍÍÀ ÃÐÅÄÀ ÍÀÒÎÂÀÐÅÍÀ ÑÒÀÒÈ×ÍÎ È ÄÈÍÀÌÈ×ÍÎ ÄÎ ÐÀÇÐÓØÅÍÈÅ È ÓÑÈËÅÍÀ Ñ ÊÎÌÏÎÇÈÒÍÈ ÌÀÒÅÐÈÀËÈ

 

Jiri Strasky, Adam Zmuda

BEAUTY OF BRIDGES IS GIVEN BY A TRUE STRUCTURAL SOLUTION

 

Òîòþ Á. Äààëîâ, Áîðèñëàâ Ò. Äààëîâ

ÎÏÐÅÄÅËßÍÅ ÍÀ ÀÐÌÈÐÎÂÊÀÒÀ ÇÀ ÏÐÀÂÎÚÃÚËÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÍÅÖÅÍÒÐÈ×ÅÍ ÍÀÒÈÑÊ Ñ ÃÎËßÌ ÅÊÑÖÅÍÒÐÈÖÈÒÅÒ, ÑÚÃËÀÑÍÎ ÅÂÐÎÊÎÄ 2 (×ÀÑÒ I)

 

Òîòþ Á. Äààëîâ, Áîðèñëàâ Ò. Äààëîâ

ÎÏÐÅÄÅËßÍÅ ÍÀ ÀÐÌÈÐÎÂÊÀÒÀ ÇÀ ÏÐÀÂÎÚÃÚËÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÍÅÖÅÍÒÐÈ×ÅÍ ÍÀÒÈÑÊ Ñ ÃÎËßÌ ÅÊÑÖÅÍÒÐÈÖÈÒÅÒ, ÑÚÃËÀÑÍÎ ÅÂÐÎÊÎÄ 2 (×ÀÑÒ II)

 

Òîòþ Á. Äààëîâ, Áîðèñëàâ Ò. Äààëîâ

ÎÏÐÅÄÅËßÍÅ ÍÀ ÀÐÌÈÐÎÂÊÀÒÀ ÏÐÈ ÏÐÀÂÎÚÃÚËÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÎÃÚÂÀÍÅ, ÏÎ ÅÂÐÎÊÎÄ 2 ÇÀ ÁÅÒÎÍÈ ÊËÀÑÎÂÅ Ñ55/67 – Ñ90/105 (×ÀÑÒ I)

 

Òîòþ Á. Äààëîâ, Áîðèñëàâ Ò. Äààëîâ

ÎÏÐÅÄÅËßÍÅ ÍÀ ÀÐÌÈÐÎÂÊÀÒÀ ÏÐÈ ÏÐÀÂÎÚÃÚËÍÈ ÑÒÎÌÀÍÎÁÅÒÎÍÍÈ ÑÅ×ÅÍÈß, ÏÎÄËÎÆÅÍÈ ÍÀ ÎÃÚÂÀÍÅ, ÏÎ ÅÂÐÎÊÎÄ 2 ÇÀ ÁÅÒÎÍÈ ÊËÀÑÎÂÅ Ñ55/67 – Ñ90/105 (×ÀÑÒ II)

 

Ãåîðãè Äÿíêîâ Ãåîðãèåâ

ÀÍÒÈÑÅÈÇÌÈ×ÍÎ ÓÑÈËÂÀÍÅ ÍÀ ÑÒ. Á. ÊÎËÎÍÈ Ñ FRP – ÊÎÌÏÎÇÈÒÈ

 

Olga Hubova

ALONG WIND RESPONSE OF HEIGHT RISE BUILDING

 

Olga Hubova

SIMPLIFIED APROACH FOR ASSESING BUILDING WIND RESPONSE

 

Ìèë÷î Äèìèòðîâ Ðåøêîâ

ÈÇ×ÈÑËßÂÀÍÅ ÍÀ ÊÐÈÂÈÍÀ ÎÒ ÄÚËÃÎÒÐÀÉÍÈ EÔEÊÒÈ ÍÀ ÏÐÅÄÂÀÐÈÒÅËÍÎ ÍÀÏÐÅÃÍÀÒÈ ÃÐÅÄÈ

 

 

III. Àðõèòåêòóðà

Architecture

 

 

Daniela-Roxana Tamas-Gavrea

OPTIMIZING THE ACOUSTICAL CONDITIONS OF CLASSROOMS – A CASE STUDY

 

Daniela-Roxana Tamas-Gavrea

DESIGN PRINCIPLES OF ROOMS FOR MUSIC PERFORMANCES

 

Òîäîð Ìèõàéëîâ

ÊÎÎÐÄÈÍÀÖÈÎÍÍÎ ÏÐÎÅÊÒÈÐÀÍÅ Â ÀÐÕÈÒÅÊÒÓÐÀÒÀ. ÐÀÇÂÈÒÈÅ Â ÐÀÌÊÈÒÅ ÍÀ ÌÎÄÅÐÍÎÒÎ ÄÂÈÆÅÍÈÅ

 

Òåîäîðà Êúíàëèåâà

ÁÚËÃÀÐÑÊÈÒÅ ÀÐÕÈÒÅÊÒÈ-ÌÎÄÅÐÍÈÑÒÈ, ÏÐÅÇ ÑÎÁÑÒÂÅÍÈß ÈÌ ÏÎÃËÅÄ

 

Ïëàìåí Ãåíîâ, Åëåíà Èâàíîâà

ÃÐÀÔÈ×ÍÎ ÑÒÐÓÊÒÓÐÈÐÀÍÎ ÈÍÒÅÐÂÞ È ÎÁÈÒÀÅÌÀ ÑÐÅÄÀ

 

Ïëàìåí Ãåíîâ, Åëåíà Èâàíîâà

ÏËÀÍÎÂÈ ÑÕÅÌÈ È ÀÐÕÈÒÅÊÒÓÐÅÍ ÎÁÐÀÇ ÍÀ ÑÚÙÅÑÒÂÓÂÀÙÈ ÇÀÙÈÒÅÍÈ ÆÈËÈÙÀ

 

Ïåí÷î Äîáðåâ

ËÀÍÄØÀÔÒÍÀ ÀÐÕÈÒÅÊÒÓÐÀ, ÅÊÎËÎÃÈÇÈÐÀÍÅ È ÅÑÒÅÒÈÇÈÐÀÍÅ ÍÀ ÃÐÀÄÑÊÀÒÀ ÑÐÅÄÀ

 

Àëåêñàíäðà Èâàíîâà, Ñòîÿí Äå÷åâ

ÌÀÊÅÒÈÐÀÍÅ ÍÀ ÖÅÍÒÐÀËÍÀ ×ÀÑÒ ÎÒ ÑÎÔÈß – ÏÐÅÄÑÒÀÂßÍÅ ÍÀ ÇÀÄÀ×À ÎÒ ÄÈÑÖÈÏËÈÍÀÒÀ ÌÎÄÅËÈÐÀÍÅ È ÌÀÊÅÒÈÐÀÍÅ ÂÚ ÂÒÎÐÈ ÊÓÐÑ, ÀÐÕÈÒÅÊÒÓÐÀ

 

Ëþäìèëà Àëåêñàíäðîâà

“ÌÅÄÈÖÈÍÑÊÈ” ÏËÀÍÈÐÎÂÚ×ÍÈ ÌÎÄÓËÈ ÇÀ ÎÏÅÐÀÖÈÎÍÍÈ ÇÀËÈ È ÎÏÅÐÀÖÈÎÍÍÈ ÁËÎÊÎÂÅ Â ÅÊÑÒÐÅÌÀËÍÈ ÑÈÒÓÀÖÈÈ

 

Ëþäìèëà Àëåêñàíäðîâà

ÏÐÈËÎÆÅÍÈÅ ÍÀ ÅÄÍÎÌÅÐÍÈÒÅ ÔÎÐÌÈ ÏÐÈ ÈÇÃÐÀÆÄÀÍÅ ÊÎÌÏÎÇÈÖÈßÒÀ ÍÀ ÃÐÀÄÑÊÈ ÑÒÐÓÊÒÓÐÈ

 

ßíêî Àëåêñàíäðîâ

ÍßÊÎÈ ÍÀ×ÈÍÈ ÇÀ ÏÎÑÒÈÃÀÍÅ ÍÀ ÈÍÎÂÀÖÈÎÍÍÈ ÐÅØÅÍÈß Ñ ÈÇÎÁÐÅÒÀÒÅËÑÊÀ ÑÒÚÏÊÀ ÏÐÈ ÄÅÒÀÉËÈ ÍÀ ÑÚÅÄÈÍÅÍÈß ÌÅÆÄÓ ËÅÊÈ ÏÀÍÅËÈ

 

ßíêî Àëåêñàíäðîâ

ÍßÊÎÈ ÍÀ×ÈÍÈ ÇÀ ÏÎÑÒÈÃÀÍÅ ÍÀ ÈÍÎÂÀÖÈÎÍÍÈ ÐÅØÅÍÈß Ñ ÈÇÎÁÐÅÒÀÒÅËÑÊÀ ÑÒÚÏÊÀ ÏÐÈ ÄÅÒÀÉËÈ ÍÀ ÑÚÅÄÈÍÅÍÈß ÌÅÆÄÓ ËÅÊÈ ÏÀÍÅËÈ (×àñò 2 )

 

Ëþáîìèð Áîðèñîâ Ãóðèíîâ

ÅÑÒÅÒÈ×ÅÑÊÀÒÀ ÔÓÍÊÖÈß Â ÄÈÇÀÉÍÀ

 

Âëàäèìèð Ì. Êàðòîïîëüöåâ, Ìàðèíà À. Õâîðîâà

ÝÑÒÅÒÈ×ÅÑÊÈÅ ÊÐÈÒÅÐÈÈ ÀÐÕÈÒÅÊÒÓÐÍÛÕ ÄÎÑÒÎÈÍÑÒ ÀÂÒÎÄÎÐÎÆÍÛÕ È ÃÎÐÎÄÑÊÈÕ ÌÎÑÒÎÂ

 

Ioana Moldovan, Mircea Moldovan, Silivan Moldovan

THE VILLAFICATION OF TOWNS

 

Silivan Moldovan, Mircea Moldovan, Ioana Moldovan

THE HISTORY OF ROMANIAN TALL BUILDINGS

 

Þëèÿ Èëèåâà

ÀÍÀËÈÇ ÍÀ ÏÐÎÁËÅÌÈÒÅ, ÂÚÇÍÈÊÂÀÙÈ ÏÐÅÇ ÎÒÄÅËÍÈÒÅ ÅÒÀÏÈ ÍÀ ÓÑÚÂÚÐØÅÍÑÒÂÀÍÅ ÍÀ ÑÃËÎÁÊÈÒÅ ÏÐÈ ÏÎÊÐÈÂÍÈ ÏÎÊÐÈÂÊÈ Ñ ÃËÀÄÊÈ È ÏÐÎÔÈËÈÐÀÍÈ ËÀÌÀÐÈÍÈ

 

Þëèÿ Èëèåâà

ÌÅÒÀËÍÈ ÊÅÐÅÌÈÄÈ – ÊÎÍÔÈÃÓÐÀÖÈß ÍÀ ÅËÅÌÅÍÒÈÒÅ, ÂÈÄÎÂÅ ÑÚÅÄÈÍÅÍÈß È ÏÐÎÁËÅÌÈ ÏÐÅÇ ÎÒÄÅËÍÈÒÅ ÅÒÀÏÈ ÍÀ ÐÀÇÂÈÒÈÅÒÎ ÈÌ

 

Doina Mira Dascalu

THE SIGNIFICANCE OF THE 18th CENTURY FOR IASI TOWN HABITATION

 

Doina Mira Dascalu

MISTAKES IN THE REHABILITATION WORKS OF URBAN PUBLIC SPACES

 

Paul Mutica

URBAN IDENTITY CRISIS IN SEGREGATED NEIGHBOURHOODS

 

Paul Mutica

KEY FACTORS IN DESIGNING URBAN SPACES FOR THE PEOPLE

 

Balint Szabo, Ligia Andreica

COMPATIBILITY OF INTERVENTIONS ON BUILT ENVIRONMENT

 

Eva Eke, Imola Kirizsan, Ligia Andreica

THE PRESERVATION OF FORTIFICATIONS IN RUIN. THEIR AESTHETICAL, FUNCTIONAL AND TECHNICAL ISSUES.

 

Constantin Munteanu, Daniela – Roxana Tamas – Gavrea

CONSIDERATIONS ON THE ADOPTION OF THE EUROPEAN STANDARDS ON AIRBORNE SOUND INSULATION IN ROMANIA

 

Äèìèòúð Âëàñàðåâ

ÀÊÒÓÀËÍÈ ÀÑÏÅÊÒÈ ÍÀ ÒÅÐÅÍÈÒÅ Ñ ÀÃÐÀÐÍÎ-ÑÒÎÏÀÍÑÊÎ ÏÐÅÄÍÀÇÍÀ×ÅÍÈÅ Â ÎÓÏ ÍÀ ÌÀËÊÈß ÃÐÀÄ

 

Áîðèñëàâ Áîðèñîâ

ÎÑÍÎÂÍÈ ÏÐÈÍÖÈÏÈ ÇÀ ÈÇÐÀÁÎÒÂÀÍÅ ÍÀ ÍÎÂ ÎÁÙ ÓÑÒÐÎÉÑÒÂÅÍ ÏËÀÍ ÍÀ ÃÐÀÄ ÑÀÌÎÊÎÂ

 

Corneliu Ciobanasu

REHABILITATION OF “CUZA VODA” STREET OF BUZAU

 

Áîðèñëàâà Àëåêñàíäðîâà Ìàí÷åâà – Âåëêîâà

ÎÑÎÁÅÍÎÑÒÈ ÏÐÈ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÁËÎÊÎÂÈÒÅ ÏÐÎÌÈØËÅÍÈ ÑÃÐÀÄÈ

 

Marina Verdes, Ion Serbanoiu, Adrian Serbanoiu

Marius Balan, STUDIES ON A GEOTHERMAL HEAT PUMP OPERATING WITH ECO-FRIENDLY REFRIGERANTS

 

Marina Verdes, Ion Serbanoiu, Vasilica Ciocan, Bogdan Serbanoiu

ABOUT DIRECT EXCHANGE (DX) GEOTHERMAL HEAT PUMP SYSTEM

 

Marina Verdes, Sorin Theodoru, Andrei Burlacu, Vasilica Ciocan

HELIOSTAT CATCHING TOWER WITH HEATING ACCUMULATOR FOR THE PREPARATION OF THE CONSUMPTION HOT WATER

 

Nadja Kurtovic-Folic

SUSTAINING THE HISTORICAL CITY CENTRE – CULTURAL HERITAGE POTENTIAL

 

Bogdan Vasile Serbanoiu, Adrian Serbanoiu, Ion Serbanoiu, Marina Verdes

THE PLANIMETRY OF A BUILDING, A DETERMINANT IN ESTABLISHING THE THERMAL INSULATION GLOBAL COEFFICIENT

 

Bogdan Serbanoiu, Adrian Serbanoiu, Ion Serbanoiu, Marina Verdes

DIFFERENT CONSTRUCTION VARIANTS FOR THE OUTER SHELL OF HOUSING UNITS

 

Marina Verdes1, Ion Serbanoiu1, Sorin Theodoru1, Andrei Burlacu

ENERGETIC AND ECONOMICAL ANALYSIS FOR CHOOSING A HEAT PUMP FOR REZIDENTIAL NEEDS: COMPRESSION OR ABSORPTION HEAT PUMPS

 

Ïåí÷î Äîáðåâ

ÎÁÍÎÂßÂÀÍÅ ÍÀ ÐÀÑÒÈÒÅËÍÎÑÒÒÀ  ÈÑÒÎÐÈ×ÅÑÊÀÒÀ ×ÀÑÒ ÎÒ ÌÎÐÑÊÀÒÀ ÃÐÀÄÈÍÀ ÍÀ ÃÐÀÄ ÁÓÐÃÀÑ

 

ßñåí Ìèõàéëîâ, Á. Ìèõàéëîâ, Ñàøî Ðàäåâ, Âåíåëèí Íîâàêîâ

ÓÑÒÐÎÉÑÒÂÎ ÇÀ ÅËÅÊÒÐÎÌÀÃÍÈÒÍÀ ÎÐÍÈÒÎÈÍÑÅÊÒÍÀ ÇÀÙÈÒÀ

 

Sorin Theodoru, Constantin – Doru Lazarescu, Andrei Burlacu

UTILIZING OF A SPECIAL TYPE OF RADIATORS FOR HEATING THE UNINHABITED SPACES OF A BUILDING

 

Ìàðèÿ Äèàìàíäèåâà

ÀÐÕÈÒÅÊÒÓÐÀÒÀ ÍÀ ÅÊÑÒÀÇÀ È ÏÎÏÓËßÐÍÀÒÀ ÊÓËÒÓÐÀ  ÍÀ×ÀËÎÒÎ ÍÀ 21-ÂÈ ÂÅÊ

 

 

IV. Tåõíîëîãèÿ è ìåõàíèçàöèÿ íà ñòðîèòåëñòâîòî. Oðãàíèçàöèÿ è èêîíîìèêà íà ñòðîèòåëñòâîòî.

Construction Technology and Mechanization. Construction Organization and Economics.

 

 

Frederik Cucllari, Mirela Cini

PROJECT MANAGEMENT IN THE CONSTRUCTION ORGANIZATIONS

 

Ivana Domljan, Vjekoslav Domljan

THE WAY FOR PPPs IN WATER INFRASTRUCTURAL PROJECTS IN BIH

 

Äîáðèí Ñîòèðîâ

ÑÐÀÂÍÈÒÅËÅÍ ÌÅÒÎÄ ÇÀ ÎÖÅÍÊÀ ÍÀ ÍÅÄÂÈÆÈÌÈÒÅ ÈÌÎÒÈ (ÌÅÒÎÄ ÍÀ ÏÀÇÀÐÍÈÒÅ ÀÍÀËÎÇÈ)

 

Ëú÷åçàð Õðèñ÷åâ, Ñâåòëà ×àëúêîâà

ÎÊÀ×ÅÑÒÂßÂÀÍÅ ÍÀ ÏÎÄÃÎÒÎÂÊÀÒÀ ÍÀ ÎÑÍÎÂÀÒÀ ÏÐÈ ÈÇÏÚËÍÅÍÈÅÒÎ ÍÀ ÏÎËÈÌÅÐÍÈ ÏÎÄÎÂÈ ÏÎÊÐÈÒÈß

 

Õðèñòî Ïîïèâàíîâ, Ëú÷åçàð Õðèñ÷åâ

ÎÑÈÃÓÐßÂÀÍÅ ÍÀ ÇÄÐÀÂÎÑËÎÂÍÈ È ÁÅÇÎÏÀÑÍÈ ÓÑËÎÂÈß ÍÀ ÒÐÓÄ ÏÐÈ ÏÎËÀÃÀÍÅ ÍÀ ÏÎËÈÌÅÐÍÈ ÏÎÄÎÂÈ ÍÀÑÒÈËÊÈ

 

Àòàíàñ Ïåí÷åâ

ÒÅÕÍÎËÎÃÈß ÇÀ ÈÇÏÚËÍÅÍÈÅ ÍÀ ÑÈÑÒÅÌÀ ÇÀ ÇÅËÅÍ ÏÎÊÐÈÂ

 

Áîðèñ Òîäîðîâ Íèêîëîâ

ÏÐÎÅÊÒÈÐÀÍÅ È ÎÐÀÇÌÅÐßÂÀÍÅ ÍÀ ÑÈÑÒÅÌÈ ÇÀ ÐÅÒÅÍÇÈß È ÈÍÔÈËÒÐÀÖÈß ÍÀ ÀÒÌÎÑÔÅÐÍÈ ÂÎÄÈ

 

Áîðèñ Òîäîðîâ Íèêîëîâ

OÁÇÎÐ ÍÀ ÁÐÈÒÀÍÑÊÀÒÀ ÑÒÐÎÈÒÅËÍÀ ÏÐÀÊÒÈÊÀ Â ÎÁËÀÑÒÒÀ ÍÀ ÑÃÐÀÄÍÈÒÅ ÂÎÄÎÑÍÀÁÄÈÒÅËÍÈ ÈÍÑÒÀËÀÖÈÈ

 

Ion Serbanoiu, Marina Verdes, Bogdan Serbanoiu, Adrian Serbanoiu

SUBSTANTIATION OF OPERATING COSTS FROM THE STRUCTURE OF OVERALL COST FOR A BLOCK OF FLATS

 

Mariola Ksiazek, Nabi Ibadov, Michal Krzeminski

EXPERTS’ SYSTEM OF DESIGN SOLUTIONS ASSESSMENT

 

Nabi Ibadov, Janusz Kulejewski, Mariola Ksiazek

ECOLOGY IN CONSTRUCTION ENGINEERING AND MANAGEMENT

 

Ðàäè Ãàíåâ, Ãåîðãè Ãîäèíÿ÷êè

ÈÇÄÀÒÅËÑÊÀ ÄÅÉÍÎÑÒ ÍÀ ÃÅÍÅÐÀË ÑÈÌÅÎÍ ÂÀÍÊÎÂ ÏÎ ÑÒÐÎÈÒÅËÍÈ ÏÐÎÁËÅÌÈ

 

Ðàäè Ãàíåâ

ÀÍÀËÈÇ ÍÀ ÍÀÐÅÄÁÀ ¹2 ÇÀ ÏÐÎÅÊÒÈÐÀÍÅ ÍÀ ÑÒÐÎÅÆÈ ÇÀ ÏÐÎÈÇÂÎÄÑÒÂÎ È ÑÚÕÐÀÍßÂÀÍÅ ÍÀ ÅÊÑÏËÎÇÈÂÈ

 

Àíòîí Ëàçîâ, Àëåêñàíäúð Àëåêñèåâ

ÒÅÕÍÎËÎÃÈ×ÍÈ ÏÐÎÁËÅÌÈ, ÏÐÎÈÇÒÈ×ÀÙÈ ÎÒ ÏÐÎÌÅÍÈÒÅ Â ÍÀÐÅÄÁÀ ¹ 7 ÇÀ ÅÍÅÐÃÈÉÍÀ ÅÔÅÊÒÈÂÍÎÑÒ, ÒÎÏËÎÑÚÕÐÀÍÅÍÈÅ È ÈÊÎÍÎÌÈß ÍÀ ÅÍÅÐÃÈß Â ÑÃÐÀÄÈ

 

Áîæèäàð Ðîçàíîâ

ÑÒÐÎÈÒÅËÍÎ-ÒÅÕÍÈ×ÅÑÊÈ ÏÐÎÁËÅÌÈ Â ÈÍÖÈÄÅÍÒÈ Ñ ÎÏÀÑÍÈ ÌÀÒÅÐÈÀËÈ

 

 

V. Ñòðîèòåëíè ìàòåðèàëè. Åêîëîãè÷íè ïðîáëåìè íà ñòðîèòåëñòâîòî.

Building materials. Ecological problems in building.

 

 

Claudiu Aciu, Daniela Lucia Manea, Macedon Dumitras, Nicoleta Cobirzan

TRENDS TOWARDS A SUSTAINABLE PLANNING OF BUILDINGS

 

Gabriela Georgeta Boicu, Olimpia Blagoi, Dumitru Ilioi

RESEARCH ON CONCRETES WITH CHEMICAL ADDITIVES IN COLD WEATHER CONDITIONS

 

Aleksandrs Korjakins, Genadij Shakhmenko, Girts Bumanis

RECYCLING OF BORE-SILICATE GLASS WASTE BY UTILIZATION AS FILLER IN CONCRETE

 

Olimpia Blagoi, Adriana Burlacu, Mugur Manole, Amedeu Mitroi

GROUND WATER POLLUTION BY NITRATES IN A RURAL AREA

 

Ioan Sosa, Horia Constantinescu, Ciprian Tibea, Victor Vagii

FREEZE-THAW DURABILITY OF ULTRA HIGH PERFORMANCE CONCRETE WITH AND WITHOUT FIBERS

 

Mihaela Costin, Mayer Zsombor

A SHORT CRITICAL REVIEW ON BUILDING DEGRADATION DUE TO OVERHUMIDITY

 

Horia-Aurel Andreica, Zsombor Mayer

THE OPTIMIZATION OF THE THERMAL PROTECTION OF BUILDINGS THROUGH MULTICRITERIAL ANALYSIS

 

Camelia Negrutiu, Bogdan Heghes, Maria Kudor, Andreea Muntean

ANALYSIS OF HIGH STRENGTH CONCRETE ELEMENTS EXPOSED TO ACCELERATED CORROSION IN TERMS OF BENDING MOMENTS, DEFORMATIONS AND MECHANICAL ENERGY

 

Daniel Lepadatu, Marinela Barbuta, Maria Harja

PARAMETERS INFLUENCE ON MECHANICAL PROPERTIES OF FLY ASH POLYMER CONCRETE USING MIXTURE DESIGN OF EXPERIMENTS

 

Maria Harja, Marinela Barbuta and Daniel Lepadatu

CAPITALIZATION OF FLY ASH AS GEOPOLYMER IN CONCRETE

 

Ëú÷åçàð Õðèñ÷åâ

ÍÀÏÐÅÃÍÀÒÈ ÑËÅÄ ÁÅÒÎÍÈÐÀÍÅÒÎ ÈÍÄÓÑÒÐÈÀËÍÈ ÍÀÑÒÈËÊÈ

 

Ruxandra M. Darmon

THE FIRE BEHAVIOUR OF LAGGING SYSTEMS

 

Ruxandra M. Darmon

STUDIES ABOUT THE MODALITIES OF ACTIVATING FLY ASH WITH SODIUM SILICATE

 

Ligia Moga, Ioan Moga

ISSUES ON ENERGY PERFORMANCE OF BUILDINGS AND APARTMENTS IN ROMANIA

 

Ligia Moga, Horia-A. Andreica

THERMAL BRIDGES AT WOOD STRUCTURE BUILDINGS-LINEAR HEAT TRANSFER COEFFICIENT

 

ÄèìèòúðÒåîäîñèåâ, Ãàðî Ìàðäèðîñÿí, Ðàíãåë Ãþðîâ, Ðàëèöà Áåðáåðîâà, Ñòîÿí Âåëêîñêè

ÊÀÐÒÎÃÐÀÔÈÐÀÍÅ ÍÀ ÅËÅÊÒÐÎÌÀÃÍÈÒÍÎÒÎ ÇÀÌÚÐÑßÂÀÍÅ Â ÓÐÁÀÍÈÇÐÀÍÈ ÒÅÐÈÒÎÐÈÈ

 

Ñâåòëà ×àëúêîâà, Íèêîëàé ×àâäàðîâ, Ãåîðãè Èãíàòîâ, Ãàíêà Ïååâà

ÖÈÌÅÍÒÎÂÈ ÐÀÇÒÂÎÐÈ Ñ ÀÊÒÈÂÍÈ ÂÒÎÐÈ×ÍÈ ÄÎÁÀÂÊÈ

 

Sergii G. Guzii, Boris Ya. Konstantinovskii

USE MAGNESIA CEMENTS FOR RECEPTION HEAT INSULATING MATERIALS

 

Ion Serbanoiu, Marina Verdes, Adrian Serbanoiu, Bogdan Serbanoiu

THE OVERALL COST IN THE MANAGEMENT OF REHABILITATION FOR THE BUILDING

 

 

VI. Ãåîòåõíèêà. Ãåîäåçèÿ. Òðàíñïîðòíî ñòðîèòåëñòâî.

Geotechnical engineering. Geodesy. Road and railway construction.

 

 

Ñòîÿí÷î Ìèëîøåâ

ÏÐÀÊÒÈ×ÅÑÊÎ ÐÀØÀÂÀÍÅ ÍÀ ÍßÊÎÈ ÃÅÎÄÅÇÈ×ÅÑÊÈ ÇÀÄÀ×È

 

Äèìèòúð Ñò. Äèìèòðîâ

ÃÅÎÄÅÇÈ×ÅÑÊÎ ÈÇÑËÅÄÂÀÍÅ ÍÀ ÇÅÌÅÒÐÅÑÅÍÈÅÒÎ ÎÒ 8 ÞÍÈ 2008 Ã.  ÖÅÍÒÐÀËÍÀ ÃÚÐÖÈß

 

Äèìèòúð Ñò. Äèìèòðîâ

ÃÅÎÄÅÇÈ×ÅÑÊÎ ÎÏÐÅÄÅËßÍÅ ÍÀ ÑÅÈÇÌÈ×ÍÈß ÖÈÊÚË ÍÀ ÑÅÈÇÌÎÃÅÍÍÈ ÐÀÇËÎÌÈ Â ÁÚËÃÀÐÈß

 

Öåíêî Öåíêîâ, Åìèë Ìèõàéëîâ

ÍÀÌÀËßÂÀÍÅ ÄÅÔÎÐÌÀÖÈßÒÀ ÍÀ ÃÐÀÂÈÌÅÒÐÈ×ÍÀÒÀ ÌÐÅÆÀ ÍÀ ÐÅÏÓÁËÈÊÀ ÁÚËÃÀÐÈß - ÎÑÍÎÂÅÍ, ÏÚÐÂÈ È ÂÒÎÐÈ ÊËÀÑ

 

Íåâåíà Áàáóíñêà–Èâàíîâà, Ðóìåí À. Èâàíîâ

ÇÀ È ÏÐÎÒÈÂ ÏÐÅÌÈÍÀÂÀÍÅÒÎ ÍÀ ÆÅËÅÇÎÏÚÒÍÀÒÀ ËÈÍÈß ÂÈÄÈÍ–ÑÎÔÈß ÏÐÅÇ ÁÅÐÊÎÂÈÖÀ

 

Ivanka Paskaleva, Mihaela Kouteva, Franco Vaccari, Giuliano F. Panza

CHARACTERIZATION OF THE ELASTIC DISPLACEMENT DEMAND: CASE STUDY - SOFIA CITY

 

Asterios Liolios, George Michaltsos, George Hatzigeorgiou, Konstantinos Liolios

A NUMERICAL APPROACH TO THE DYNAMIC PROBLEM OF PILE – SOIL INTERACTION UNDER ENVIRONMENTAL EFFECTS

 

Èâàí Ãåîðãèåâ

ÎÁÐÀÁÎÒÊÀ È ÀÍÀËÈÇ ÍÀ ÈÇÌÅÐÂÀÍÈß ÎÒ ÏÅÐÌÀÍÅÍÒÍÈ GPS ÑÒÀÍÖÈÈ ÍÀ ÒÅÐÈÒÎÐÈßÒÀ ÍÀ ÁÚËÃÀÐÈß

 

Margarita Matova, Georgi Frangov, Plamen Ivanov, Tsenko Tsenkov

TWO BALKAN PROJECTS OF UNESCO-BAS FOR STUDY AND PROTECTION OF GEOENVIRONMENT AND SOCIETY

 

Öåíêî Öåíêîâ, Òàñè Áåëÿøêè

ÀÍÀËÈÇ ÍÀ ÐÀÇËÈÊÈÒÅ ÌÅÆÄÓ ÈÇÌÅÐÅÍÈÒÅ ÏÐÅÂÈØÅÍÈß Â ÏÐÀÂÀ È ÎÁÐÀÒÍÀ ÏÎÑÎÊÀ  ÄÚÐÆÀÂÍÀÒÀ ÍÈÂÅËÀ×ÍÀ ÌÐÅÆÀ I ÊËÀÑ ÍÀ ÁÚËÃÀÐÈß, ÅÏÎÕÀ 1982 Ã.

 

Áîðèñëàâ Êðóìàâ Ìèëåâ, Îëãà Íèêîëîâà Íè÷åâà

ÌÎÍÈÒÎÐÈÍÃ È ÏÐÎÃÍÎÇÀ ÍÀ ÑÂËÀ×ÈÙÍÈÒÅ ÏÐÎÖÅÑÈ Â ÁÚËÃÀÐÈß

 

Ivanka Paskaleva, Arcadii Aronov, Sonia Dimitrova, Tatiana Aronova, Lilia Dimitrova

SOME NOTES ON THE SEISMIC PROCESSES IN MINING REGIONS: CASE STUDIES FOR THE POTASSIUM SALT DEPOSITS IN STAROBIN (BELARUS) AND PROVDJA (BULGARIA)

 

Ñòîéî Òîäîðîâ, Âëàäèìèð Ïîïîâ

ÐÅÊÎÍÑÒÐÓÊÖÈß ÍÀ V ÆÅËÅÇÎÏÚÒÍÀÒÀ ËÈÍÈß ÑÎÔÈß - ÊÓËÀÒÀ  Ó×ÀÑÒÚÊÀ ÃÅÍÅÐÀË ÒÎÄÎÐΠ- ÊÓËÀÒÀ

 

Chavdar Kolev, Ancuta Rotaru

SPECIFIC SUBSTRUCTURE WORKS ON THE BLACK SEA COAST IN DOBRUJA REGION OF BULGARIA AND ROMANIA

 

Ancuta Rotaru, Chavdar Kolev

GEOLOGICAL AND GEOTECHNICAL SPECIFICITY IN DOBRUJA REGION OF BULGARIA AND ROMANIA

 

 

VII. Ïðîáëåìè íà âèñøåòî îáðàçîâàíèå.

Problems of higher education.

 

 

Vesselina Ivanova

USING MOODLE AND IT IN ELT

 

Ëþäìèëà Êóçìàíîâà Äèìèòðîâà, Íåäåë÷î Ìèòåâ Íåäåë÷åâ, Åôòèì Èâàíîâ Ñòîÿíîâ

ÏÐÎÃÐÀÌÈÐÀÍÅ ÍÀ ÁÀÇÀÒÀ ÍÀ ØÀÁËÎÍÈ Â ÎÁÓ×ÅÍÈÅÒÎ ÏÎ ÈÍÆÅÍÅÐÍÈ ÑÏÅÖÈÀËÍÎÑÒÈ

 

Íåäåë÷î Ìèòåâ Íåäåë÷åâ, Åôòèì Èâàíîâ Ñòîÿíîâ, Ëþäìèëà Êóçìàíîâà Äèìèòðîâà

ÀÂÒÎÌÀÒÈ×ÍÀ ÍÀÑÒÐÎÉÊÀ ÍÀ ÑÈÑÒÅÌÈ ÇÀ ÐÅÃÓËÈÐÀÍÅ Ñ ÌÈÊÐÎÏÐÎÖÅÑÎÐÍÀ ÑÈÑÒÅÌÀ ÌÈÊ-5000

 

Íåäåë÷î Ìèòåâ Íåäåë÷åâ, Ïåòÿ Éîðäàíîâà Èëèåâà

ÈÇÑËÅÄÂÀÍÅ ÍÀ ÏÐÎÖÅÑÈÒÅ ÍÀ ÓÏÐÀÂËÅÍÈÅ Â ÊÀÑÊÀÄÍÈ ÑÈÑÒÅÌÈ ÇÀ ÀÂÒÎÌÀÒÈ×ÍÎ ÐÅÃÓËÈÐÀÍÅ

 

Íåäåë÷î Ìèòåâ Íåäåë÷åâ, Ïåòÿ Éîðäàíîâà Èëèåâà

ÐÀÇÐÀÁÎÒÊÀ ÍÀ ÊÎÌÏËÅÊÑÅÍ ÊÐÈÒÅÐÈÉ ÏÐÈ ÎÏÒÈÌÀËÍÀ ÍÀÑÒÐÎÉÊÀ ÍÀ ÅÄÍÎÊÎÍÒÓÐÍÀ ÑÈÑÒÅÌÀ ÇÀ ÀÂÒÎÌÀÒÈ×ÍÎ ÐÅÃÓËÈÐÀÍÅ

 

Ìàðèÿ Êîíîâà, Àíåòà Äåñïîòîâà

ÒÐÈÚÃÚËÍÈÊ

 

Ìàðèÿ Êîíîâà, Àíåòà Äåñïîòîâà

ÒÅÑÒÎÂÅ ÇÀ ÏÐÎÂÅÐÊÀ ÍÀ ÇÍÀÍÈßÒÀ ÏÐÈ ÏÎÊÀÇÀÒÅËÍÈ È ËÎÃÀÐÈÒÌÈ×ÍÈ ÓÐÀÂÍÅÍÈß È ÍÅÐÀÂÅÍÑÒÂÀ

 

 

 



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